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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -7.02% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr−₹19.2 L (8.59%)Admitted-Finance | -15.01% | ₹2.0 Cr−₹19.2 L (8.59%) | L2 | Admitted-Finance |
| 3 | L2₹2.4 Cr+₹14.4 L (6.47%)Admitted-Finance | -1.00% | ₹2.4 Cr+₹14.4 L (6.47%) | L2 | Admitted-Finance |
| 4 | L3₹3.0 Cr+₹76.6 L (34.3%)Admitted-Finance | +24.90% | ₹3.0 Cr+₹76.6 L (34.3%) | L3 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
1 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER CIVIL LINE ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
WORK OF LAYING TRENCHLESS SEWER LINE FROM HASANPURA PULIYA TO RAILWAY STATION MAIN GATE (PARSHURAM CIRCLE)
2026_DLB_545094_1
95 EXECUTIVE ENGINEER CIVIL LINE ZONE
Open Tender
Civil Works
Percentage
240 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹2,360
ONLINE PAY IN JAIPURMC WEBSITE
₹5.0 L
Yes
7 Apr 2026
12 Mar 2026
2 Apr 2026
12 Mar 2026
1 Apr 2026
13 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | - | - | - | - |
| 2 | Bituminous courses | 73.5 | cum | 534 | ₹39,249 |
| 3 | Granular courses | 73.5 | cum | 372 | ₹27,342 |
| 4 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | 6.75 | cum | 1,273 | ₹8,592.75 |
| 5 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | - | - | - |
| 6 | Depth upto 1.5 m | 1,156 | cum | 299 | ₹3,45,644 |
| 7 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 307.5 | cum | 20.9 | ₹6,426.75 |
| 8 | Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | 270 | cum | 47.8 | ₹12,906 |
| 9 | Add extra for overall depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1 | 180 | cum | 83.7 | ₹15,066 |
| 10 | CARRIAGE OF MATERIALS (By Mechanical Means): Carriage of Materials by mechanical transport including loading, unloading and stacking :: The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification under subhead "Carriage of Materials"Stone, boulders, gravelly material 10.00km | 153.75 | cum | 335.38 | ₹51,564.68 |
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